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----------- -- - �� N=16400
-----•--------- - �- - _ - _ _...--�- - �-'`°'°" E=13600
.....�--
-PLAN -� BASIN
FAIRWAY 8
hh�`•y � • ! f � �
zr%>TpKff4 EET
0 25 50 100
FAIRWAYS 14 & 15
REVISIONS
AREV" AL I DATE .I APARAL I DATE
?VkQFE$P
Na. 046292`
�# Exp. 12131198 *j
aS'� I V I
or
SAND
AREA
A :. .ak j _:
SAND VOLUME 617 CU. D
EXISTING LIMITS OF NO.2 GRAVEL LAYER EXCAVATION
PROTECT IN-PLACE lag VARIES
EXISTING TEMPORARY PROTECT IN-PLACE
SILT FENCE U_jJ ��uJ^. EXISTING TEMPORARY LAYER OFF
I Q! l `- a MI RAFT NON -WOVEN
BACKFILL BY Q�0 01< FILTER FABRIC
GOLF COURSE EXISTING BACKFILL BY MASS i
CONTRACTOR GOLF COURSE GRADE CONTRACTOR BACKFILL BY
FINISH iaRAQEF.Ca, GOLF COURSE
91� ! CONTRACTOR
t` � IIT'-••. �� ! � ! � "'' // �t
SAND FILTERmv
,► f 'I
° �° ELEV. EE
co
5?0 . Q°c�... ® S SECTION
i—iii—ii:: ��II— -
SEE DETAIL A�1—'''—II--�,'-1 �—
SUBGRADE ��..�''OVARIES
NOTE: REMOVE EXISTING SILT FANCE
AND TEMPORARY LAYER OF EXISTING; NO.2 ROCK
.FILTER FABRIC PRIOR TO GRAVELLAYER
PLACING SAND. REMOVE ALL DIRT SEE NOTE N0.2
AND DEBRIS AND PLACE SAND THIS SHEET
ON CLEAN FILTER FABRIC.
PROTECT IN-PLACE
EXISTING TEMPORARY
SILT FENCE
EXISTING
BACKFILL
INFILTRATION BASIN
TYPICAL SECTON
N.T.S.
FINISH GRADE
441
-----------------
----------
SAND
--------- -—.__
SAND FILTER
PROTECT IN-PLACE
EXISTING TEMPORARY LAYER OF
MIRAFI NON -WOVEN
FILTER FABRIC
NOTE; EXISTING ---� ! MINIMUM
REMOVE EXISTING SILT FANCE NO. ROCK
-FIRST SANDLIFT
AND TEMPORARY LAYER OF
FILTER FABRIC PRIOR TO GRAVEL LAYER
PLACING SAND. REMOVE ALL DIRT
AND DEBRIS AND PLACE SAND
ON CLEAN FILTER FABRIC.
SAND AREA = 7,084 SQ.
SAND VOLUME °>D:
BENCH . MARK : N0, 615 bA515 UF HEAR 1 N(35:
THE BEARING OF N89.30'06"E ALONG THE
RAILROAD SPIKE AT INTERSECTION NORTH LINE OF SECTION 30, TOWNSHIP 1
OF CITRUS AVE. AND LOS CEDROS AVE. NORTH RANGE 5 NEST SAN BERNARDINO
IN POWER POLE NO. 9011E ON THE MERIDAN AS SHOWN ON RECORD SURVEY
EAST SIDE OF CITRUS AVE. FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
ELEVATION* 1467.59 FOR THIS MAP
JOHN M. TETTEMER & A550CIATE5, LTD.
ENGINEERING MANAGEMENT PLANNING
3151 Airway Avenue, 5ulte Q-1 Costa Mesa, California 92626
NOTES.
THE SAND FILTER MATERIAL SMALL BE
WASHED NO. 12 SILICA SAND CONFORMING
TO THE FOLLOWING GRADATION:
SIEVE SIZE PERCENT PASSING
NO.4
100
NO.3
96-100
NO. 16
5-15
NO. 30
0-10
NO. 50
0-10
NO. 100
0-5
NO. 200
0-1
CITY OF FOIN'TAINJA9 CALIFORNIA
- - -----
TRACT NO. 15908
i
DRAWN BY: SIERRA LAKES SCALE:
SK INFILTRATION BAS N
DESIGNED: SAND LTR LAYOUT PLAN 1 = 50'
DDV
CHECKED: -BASIN(FAIRWAYS DATE:
.MPV BASIN 4 (FAIRWAY JANUARY, 1999
JOB NO. DWG. NO., SHEET NO.
APPROVED 2666/,4 12 OF 19
CITY ENGINEER R.O.E. 25'126
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